Construction of Bedroom with attached toilet at Ground Floor in House No. 2584 (Type 9) Sector 19C, Chandigarh (IBM Scheme No. W4/2025/25370)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required,in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : DSR. 2.10

All kinds of soil DSR.2.10.1

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR.2.10.1.2

Providing and Fixing Soil, Waste and Vent Pipes DSR 17.35

100 mm diameter : DSR 17.35.1.2

Providing and fixing heel rest sanitary bend DSR 17.40

100 mm diameter : DSR 17.40.1.2

Sand cast iron S&S as per IS - 3989

Providing and fixing collar: DSR 17.57

100 mm DSR 17.57.1.2

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete , including cost of cutting and making good the walls and floors : DSR 17.60.1

100 mm inlet and 100 mm outlet DSR 17.60.1

Sand cast iron S&S as per IS: 3989 DSR 17.60.1.1

Providing lead joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:

100 mm DSR 17.58.1

Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : DSR 19.4

100x100 mm size P type DSR 19.4.1

With F.P.S. Bricks class designation 75 DSR 19.4.1.1

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: DSR 19.30

Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : DSR 19.30.3

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.30.3.1

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. DSR 18.10. Internal work - Exposed on wall

15 mm dia nominal bore DSR 18.10.1

20 mm dia nominal bore DSR 18.10.2

Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 18.78

Cutting holes up to 30x30 cm in walls including making good the same:DSR 18.76

With common burnt clay F.P.S. (non modular) bricks DSR 18.76.1

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) DSR 18.17.1

20 mm dia nominal bore DSR 18.17.1A

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : DSR 18.46

15mm nominal bore DSR 18.46.1

20mm nominal bore DSR 18.46.2

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI :12701marked, with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. DSR 18.48

Providing & Fixing of 20mm G.I.Tank Nipple complete in all respect

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth in:.DSR 6.4

Cement mortar 1:4 (1 cement : 4 coarse sand).DSR 6.4.1

12 mm cement plaster finished with a floating coat of neat cement of mix : as per DSR 13.7

1:3 (1 cement: 3 fine sand) as per DSR 13.7.1

Please Enable Macros to View BoQ information